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Revisiting Yamaguchi-Ichikawa water hammer model

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dc.contributor.author Sharma, Bhupendra Kumar
dc.date.accessioned 2025-02-06T09:23:15Z
dc.date.available 2025-02-06T09:23:15Z
dc.date.issued 2025-01
dc.identifier.uri https://www.sciencedirect.com/science/article/pii/S057790732500036X
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/17276
dc.description.abstract Hydraulic systems are susceptible to transient phenomena like water hammer, necessitating accurate analytical models for effective simulation and prediction. This study extensively evaluates the Yamaguchi-Ichikawa model, offering insights into its capabilities and areas for enhancement. Noteworthy is its minimal series terms requirement, particularly advantageous for highly viscous fluid simulations. Mathematical similarities with established models hint at a potential unified analytical framework. However, discrepancies with experimental data, especially at initial stage of water hammer and in pulsation periodicity, highlight limitations, particularly in modeling of complex pressure systems. Despite these challenges, the Yamaguchi-Ichikawa model exhibits promising amplitude damping characteristics, offering potential for parameter estimation advancements, notably in the instantaneous acceleration-based approach. This comprehensive evaluation underscores the Yamaguchi-Ichikawa model's potential in hydraulic system analysis, while also delineating avenues for refinement and further research. Efforts to analytically derive parameters hold promise for enhancing model accuracy and applicability, further advancing hydraulic system understanding and design. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject Mathematics en_US
dc.subject Water hammer en_US
dc.subject Analytical solution en_US
dc.subject Partial differential equation en_US
dc.subject Transient pipe flow en_US
dc.subject Numerical solution en_US
dc.title Revisiting Yamaguchi-Ichikawa water hammer model en_US
dc.type Article en_US


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